| 1. | Limit equilibrium method of slope stability
土坡稳定极限平衡法 |
| 2. | Generalized limit equilibrium method for slope stability analysis
一个用于边坡稳定分析的通用条分法 |
| 3. | Limit equilibrium method
极限平衡法 |
| 4. | The foundation of limit equilibrium method is based on mohr - coulomb strength criterion
极限平衡方法是建立在摩尔?库仑强度准则基础之上的。 |
| 5. | At present , limit equilibrium method of slope analysis is the most pervasive way
目前，边坡稳定分析及工程治理措施的设计基本上是基于极限平衡方法。 |
| 6. | Limit equilibrium method makes some hypothesis and the stability analysis changes into static problem
极限平衡方法处理这个问题的对策是引入一些简化假定，使问题转化为静定。 |
| 7. | Now , there are three main methods , namely limit equilibrium method , plasticity limit analysis and fem
目前，边坡工程稳定性分析主要有极限平衡法、塑性极限分析法和有限元法。 |
| 8. | At first , a limited equilibrium method is proposed for the stability analysis of soil nailing . the effective of the shearing of soil nail is discussed
首先采用极限平衡分析的方法对土钉支护的使用进行理论分析，探讨土钉剪力对一般型土钉支护作用的补强效果。 |
| 9. | ( 2 ) study the 4 plastic limit equilibrium methods , such as fellenius method , bishop method , transfer coefficient method and plane linear method , and their program design
( 2 )常用的4种极限平衡法：瑞典法，简化毕肖普法，传递系数法和平面直线法研究并进行程序设计。 |
| 10. | This dissertation got the shear strength of sliding surface of slope by back analysis based on limit equilibrium method . the practical results show that this technique has good effect
采用极限平衡法对边坡滑动面的抗剪强度参数进行了反分析，具体工程实践表明该方法能取得良好的效果。 |
